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CONDITIONED OFFICE SPACE
<br />CONDITIONED STORAGE SPACE
<br />CONDITION MEZZANINE SPACE
<br />CONDITION MANUFACTURING
<br />TOTAL FLOOR AREA
<br />TOTAL OCCUPANCY
<br />4918 /100
<br />49 PEOPLE
<br />660 300
<br />2 PEOPLE
<br />4260 300
<br />14 PEOPLE
<br />14882 /500
<br />30 PEOPLE
<br />24720 SQ. FT.
<br />95 PEOPLE
<br />OCCUPANCY CLASSIFICATION: FACTORY GROUP F 2 LOW HAZARD
<br />CONSTRUCTION TYPE: VB
<br />FIRE PROTECTION: SPINKLED BUILDING
<br />PLUMBING FIXTURES EXCEED REQUIREMENT PER TABLE
<br />403.1 FLORIDA BUILDING CODE 2014 5TH EDITION PLUMBING
<br />GENERAL NOTES:
<br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2014 FLORIDA BUILDING CODE
<br />5TH EDITION AND THE 2014 FLORIDA BUILDING CODE - RESIDENTIAL 5 TH EDITION.
<br />ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
<br />OF THIS STRUCTURE.
<br />THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
<br />FOLLOWING SUPERIMPOSED LOADS:
<br />FLOORS: SLAB:
<br />LIVE LOAD - 40 P.S.F. LIVE LOAD - 50 P.S.F.
<br />DEAD LOAD - 10 P.S.F. DEAD LOAD - 10 P.S.F.
<br />ROOF:
<br />LIVE LOAD - 20 P.S.F.
<br />DEAD LOAD - 10 P.S. F.
<br />WIND:
<br />BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2014 FLORIDA
<br />BUILDING CODE, RESIDENTIAL 5TH ADDITION - SECTION R301.2.1.1. AND 2014 FLORIDA BUILDING
<br />CODE5THADDITION SECTION 1609.1.1.
<br />COMPONENT & CLADDING WIND LOADS
<br />WIND DESIGN ASSUMPTIONS:
<br />BU�LD�NG EXPOSURE - B
<br />BU LD NG RISK CATEGORY - 11
<br />MEAN ROOF HEIGHT 30'OR LESS
<br />HEIGHT & EXPOSURE ADJUSTMENT
<br />COEFFICIENT = 1.0
<br />ENCLOSED BUILDING
<br />INTERNAL PRESSURE COEFFICIENT 0.18
<br />WIND SPEED SHOWN AT THE BOTTOM RIGHT
<br />CORNER OF THIS SHEET
<br />ALL STRUCTURAL ELEMENTS, EXTERIOR
<br />WALLS AND INTERIOR WALLS SHALL BE
<br />TYPE V CONSTRUCTION PER FBC 602.5
<br />SOIL BEARING & COMPACTION:
<br />ALL OTHER
<br />BUILDING
<br />ROOF OVERHANG
<br />COMPONENT
<br />ZONE
<br />LOADS
<br />LOADS
<br />1
<br />N/A
<br />+32.3/-35.3
<br />2
<br />-65.7
<br />+32.31-56.2
<br />3
<br />-110,6
<br />+32.3/-89.0
<br />4
<br />NIA
<br />+35.3/-38.2
<br />5
<br />N/A
<br />+35.31-47.2
<br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
<br />(MINIMUM) . THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
<br />ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
<br />FOUNDATION LOADING.
<br />ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
<br />ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
<br />NOR PERFORMING ANY SOIL TESTING.
<br />ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
<br />THE BUILDING LOADS.
<br />FOUNDATIONS & SLAB -ON -GRADE:
<br />BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA
<br />ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
<br />SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
<br />SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
<br />COMPACTED AND TERMITE POISONED SOIL.
<br />CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 2,500 P.S.I.
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 251,
<br />FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR.
<br />PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
<br />FINAL SITE GRADING) . THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
<br />EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
<br />SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
<br />A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
<br />MASONRY WALLS:
<br />CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
<br />AND SHALL HAVE A MINIMUM FM OF 1,500 P.S.I.
<br />MORTAR SHALL CONFORM TO ASTM C-270 AND SHALL BE EITHER TYPE M OR S
<br />REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
<br />FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR.
<br />GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
<br />OF 3/8", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A.MINIMUM 28 DAY COMPRESSIVE STRENGTH
<br />OF2,500P.S.I. (WHEN TESTED PER ASTM C-1 019) -
<br />PROVIDE CLEAN -OUT OPENINGS (12 SQ. IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
<br />THE GROUT POUR EXCEEDS 5 FEET!N HEIGHT.
<br />SOIL TERMITE TREATMENT:
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
<br />APPLIED TO SOIL, OR WOOD, BAITING G�STE`!F, OR OTHER APPROVED PROTECTION LABELED FOR
<br />USE ASA PREVENTATIVE TREATMENT -C. NE�A`CONSTRUCTION.
<br />A "CERTIFICATE OF COMPLIANCE" SHALL BE 1SSUFD TOTHE BUILDING DEPARTMENT BY A LICENSED
<br />PEST CONTROL COMPANY BEFORE A "CERTIFICA1 E OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
<br />SHALL STATE
<br />A
<br />'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
<br />TERMITES. THE TREATMENT IS IN ACCORD,'�NCE WITH THE RULES AND LAWS OF THE FLORIDA
<br />DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
<br />IF A REGISTERED TERMITICIDE BAIT SYSTEM ISTO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
<br />ABOVE DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
<br />OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
<br />BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
<br />MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
<br />INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
<br />BACKFILLING & COMPACTION ARE COMPLETE
<br />ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
<br />(INCLUDING ANY BOXED OR FORMED AREAS) -
<br />BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
<br />WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
<br />ADEQUATE SIZE & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
<br />INITIAL TREATMENT.
<br />A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
<br />DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
<br />SHALL BE REQUIRED
<br />ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
<br />MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
<br />EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
<br />AN EXTERIOR VERTICAL CHEMICAL B,*�RRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
<br />COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION ANY SOILS DISTURBED AFTER THE
<br />VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
<br />CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
<br />BUILDING SIDEWALLS
<br />AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
<br />AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
<br />FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
<br />THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
<br />CEMENTITIOUS FINISHES LESS THAN 5/3 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
<br />WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
<br />FOR FUTURE TERMITE INFESTATIONS
<br />SAFETY GLAZING:
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
<br />GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
<br />(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
<br />ASSEMBLIES.
<br />GLAZING INDOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
<br />ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
<br />THAN 60 INCHES ABOVE THE DRAIN INLET.
<br />(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
<br />THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
<br />CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
<br />FINISHED FLOOR OR WALKING SURFACE.
<br />(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEMS (2) AND (3) ABOVE, THAT MEETS ALL OF THE FOLLOWING
<br />CONDITIONS:
<br />A) EXPOSED AREA OFAN INDIVIDUAL PANE GREATER THAN 9 SQ. FT.
<br />B) BOT70M EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
<br />C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
<br />PLANE OF THE GLAZING.
<br />D) ONE OR MORE WALKING SURFACES V;`ITHIN 36 INCHES HORIZONTALLY OF THE
<br />REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
<br />THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
<br />HANSON & HEADLEY
<br />PROFESSIONAL ENGINEERS
<br />ENGINEERING BUSINESS NO. EB6450
<br />PO BOX 1728 5290 S. ROMANS AVE.
<br />DADE CITY, FL 33526 INVERNESS, FL 34452
<br />(352) 521-5848 (352) 726-2332
<br />PROPOSED MANUFACTURING FACILITY FOR
<br />SUNRISE PROPERTIES INC
<br />SITE LOCATION
<br />L01__*f*ATI0N MAP
<br />PLAN TO COMPLY WITH FLORIDA FIRE PREVENTION CODE 5TH EDITION
<br />CONTRACTOR PROVIDE SIGN DESIGNATING IF FRAME CONSTRUCTION ROOF
<br />CONTRACTOR TO PROVIDE 77ACTILE SIGNS AS REQUIRED
<br />INTERIOR FINISHES
<br />TAB LH 803�9
<br />INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY'
<br />. ......
<br />SPRINKLEREV
<br />NONSPRINKLERED
<br />GROUP Interior exit stairways, interior
<br />an romps and exit
<br />passageways','
<br />Corridors and
<br />enclosure for exft
<br />access stairways
<br />and exit access
<br />ramps
<br />ROOMS and
<br />unclosed
<br />spacot-
<br />Corridors and
<br />Interior etat stairways, enclosure for axe
<br />interior exit rarnps and exit acces� stairways
<br />passagewayv` and exit access
<br />ramps
<br />Rooms and
<br />enclosed
<br />spacee
<br />A-) & A-�_i B
<br />B
<br />C�_
<br />A Ad
<br />B,
<br />A -3, A-4, A-5 B
<br />B
<br />C
<br />A A`
<br />C
<br />T_ 1`4, R -I B
<br />C
<br />C
<br />A B
<br />C
<br />R-4
<br />C
<br />C
<br />A B
<br />B
<br />F i C
<br />C
<br />C
<br />B C
<br />I C,
<br />H B
<br />B
<br />cp
<br />A A
<br />B
<br />1-1 B
<br />C
<br />C
<br />A B
<br />B
<br />1-2 B
<br />B
<br />A A
<br />1-3 A
<br />. ......... .......
<br />A A
<br />B
<br />1-4 B
<br />B
<br />A A
<br />B
<br />C
<br />C
<br />C
<br />B B
<br />C
<br />C
<br />C
<br />C
<br />C
<br />S C
<br />C
<br />C
<br />B B
<br />U No re�trictions,
<br />No restrictions
<br />For SI: I inch 25.4 rout, I �qutlrc foot 0,0929 rn2,
<br />a. Class C interior finiqh nlatcrials,�hall be permitted for woinsconntg of panelirg of not more thar, J,000 squart feet of applied surface area it, the grade lobby
<br />where applied duvotly to a noncombustible ba,c arover nurring stripsapplied to a noncombustible base and fireblocked as requiredby Section 80111-1.
<br />b. In other than Group 1-3 occupancieOrt buildings le,�i lbuld three. szories aboveerade olarle, Class B interior fimsh fOrqoosprinklered building,, and Clas, C
<br />,m in imerior t�xfl stinwaysand ramps.
<br />pt, illed
<br />c, RequirettteniF� for rm=5 and cuclosedspac��--, shall bv based upon sptl�c� enelo�ed by parfitjorts� Wher�,a fiuc-resiglance ratin.
<br />i's lequired for structural
<br />_jc�rucuts, the cnclu�,utg paoitiolls shall extend froo)'k floor to the Ceiling. tinw do MIT COTTIPIV with this qball be considereei enclosing spaces and the
<br />romns orsinices on both sides shall he uonsidered one, in deterluirring the apphcablereallirements for rooms and, enclosed spaces, the spef..,ific. occupancy
<br />thercof shall be, the goveming factor regardless of[he gro.upolamficalionof!'re building orsnucture.
<br />d Lobbv areas in Group A-! � -A-2 and A-3 occupancle,,hali ncx be 1,-,ss iban Class b unatrials.
<br />Class C oucrior fuli"I" ulawrials shall be pernnaed in places ofassomblh vvith an occupant load of 300 persons o- less.
<br />f. For pmce.�offelipnus worship, wood used for oinarriontal purposcs, unSdeS'Pancling or chance' fUrn'ShjngShalt be permitted.
<br />g. Chlss B Tualcrial j, required where, the building exceeds twostones.
<br />h- Class C interior fluish annenak shall be permilled inadmillistrative 81;4ces,
<br />i. Clais C interior finish materials shall b,- pernritted in roorns with a capacity ol foul peniolli of Ics'.5.
<br />-s abovc the finished floor in corridom mid exii stairways and
<br />Cla.is B ntaterinissballoc Permitted ll� wainscotting extending not more than 48 inch, -
<br />ramps.
<br />k. Finish mairnals as providtd forin other section,, of duscode,
<br />Applies when invecind by an automatic sprimdei �;vsterriidstalled in accordance with Sectior,903.3.1.1 or%B.L12�,
<br />PLANINDEX:
<br />SHEET B1 : MAIN LEVEL FLOOR PLAN
<br />SHEET B2: MEZZANINE LEVEL FLOOR PLAN
<br />BUILDING ELEVATIONS
<br />SHEET B3: BUILDING CUT SECTION DETAIL
<br />INTERIOR WALL SECTION DETAIL
<br />EXTERIOR DOOR AND WINDOW SCHEDULE
<br />INTERIOR DOOR SCHEDULE
<br />FLOOR TRUSS PLAN
<br />STAIR SECTION DETAIL
<br />SHEET B4: FOUNDATION PLAN
<br />FOOTING DETAILS
<br />SHEET P1 FIXTURE LOCATION PLAN
<br />SANITARY DRAIN LINE PLAN
<br />SANITARY RISER DIAGRAM
<br />WATER RISER DIAGRAM
<br />PLUMBING FIXTURE SCHEDULE
<br />ADA FIXTURE DETAILS
<br />SHEET M1 : MECHANICAL FLOOR PLAN LAYOUT
<br />SHEET M2: MECHANICAL DETAILS
<br />SHEET El MAIN LEVEL LIGHTING PLAN
<br />MEZZANINE LIGHTING PLAN
<br />SHEET E2: MAIN LEVEL POWER PLAN
<br />MEZZANINE POWER PLAN
<br />SHEET E3: LOAD CALCULATIONS
<br />PANEL SCHEDULE
<br />ELECTRICAL RISER DIAGRAM
<br />ELECTRICAL NOTES
<br />SHORT CIRCUIT CALCULATIONS
<br />SHEETLS: LIFE SAFETY PLAN
<br />loo�
<br />0
<br />SC>D
<br />ALL WC)Rr< 3HALL Fr-lr;'Q! Y WITH
<br />6� 03S PREVAILING COLD�..
<br />FLORIDA BUILDING-. oi
<br />NATIONAL ELECTRIC C;C1,)CL, AND
<br />�2 CITY OF ZEPHYRHILLS ORDINANCES
<br />45) , �Z_ 61-3
<br />2
<br />01" OL�mm SR7
<br />PAN DY
<br />FiWWATON 4RKAY ENGINEERINC-s INC:,
<br />D E S I G N S I N C structural eneinsers
<br />IS55 E. Edgewood Drive, Lakeland Fl 33803
<br />RESIDENTIAL AND COMMERCIAL BUILDING DESIGNS
<br />hone 863-688-6500 Fax 863-&aa-40551
<br />13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523 State of Florida C:ertif Icate of Authorization EIB6341
<br />OFFICE 352-523-2077 FAX 352-567-2070 Richard L Kfdde� F-E, - Florida License 312e&
<br />ARKAYO 168131
<br />
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